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The Present and Future of Rock Testing: Highlighting the ISRM Suggested Methods

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The ISRM Suggested Methods for Rock Characterization, Testing and Monitoring: 2007-2014

Abstract

Since the establishment of the International Society for Rock Mechanics (ISRM) in the 1960s, there have been important scientific developments and technological advances both in rock mechanics and rock engineering. Particularly, modeling of rock behaviour, design methodologies for rock structures and rock testing methods are the main issues in these developments and advances. The models developed depend considerably on the input parameters such as boundary conditions and material and rock mass properties. For this reason, establishing how to obtain these input parameters for a particular site, rock mass and project is important. Accordingly, since 1974, the ISRM Commission on Testing Methods has spent considerable effort in developing a succession of Suggested Methods (SMs) for different aspects of rock mechanics with the contribution of a number of working groups. The SMs are intended as guidance, explaining the recommended procedures to follow in the works associated with the various aspects of rock mechanics, such as rock characterisation, testing and monitoring. In this paper; the past, present and future of laboratory and in situ rock testing and monitoring techniques and then the general principles followed in developing the ISRM SMs, stages in their evaluation and the recent developments related to the SMs are briefly given.

This supplementary document was presented by the Editor of this book in ARMS7 Symposium held in Seoul, Korea, in 2012, as keynote lecture. Based on the permission by the ARMS7 Organizing Committee, the tables in the paper are updated to reflect the latest situation of the ISRM Suggested Methods and its slightly revised version is included in this book.

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References

  • Abbot AV (1884) Testing Machines: Their History, Construction and Use. Van Nostrand, New York.

    Google Scholar 

  • Amadei B, Stephansson O (1997) Rock Stress and Its Measurement. Kluwer, Dordrecht.

    Google Scholar 

  • ARMA (2012) Workshop on Petroleum Geomechanics Testing. http://www.arma.org/conference/2012/Chicago.aspx.

  • Atkinson BK (ed.) (1987) Fracture mechanics of rock. Academic Press, London.

    Google Scholar 

  • Aydan Ö (1995) The stress state of the earth and the earth’s crust due to the gravitational pull. Proceedings of the 35th US Rock Mechanics Symposium, Lake Tahoe, pp 237–243.

    Google Scholar 

  • Aydan Ö (2003) The moisture migration characteristics of clay-bearing geo-materials and the variations of their physical and mechanical properties with water content. Proceedings of the 2nd Asian Conference on Saturated Soils (UNSAT-ASIA 2003), Osaka, pp 383–388.

    Google Scholar 

  • Aydan Ö (2008) New directions of rock mechanics and rock engineering: Geomechanics and geoengineering. Proceedings of the Asian Rock Mechanics Symposium (ARMS5), A Majdi and A Ghazvinian (eds.), Tehran, Vol. 1, pp 3–21.

    Google Scholar 

  • Aydan Ö (2012a) Historical rock mechanics and rock engineering. Tokai University, Japan, Unpublished Notes, 9 p.

    Google Scholar 

  • Aydan Ö (2012b) The inference of physico-mechanical properties of soft rocks and the evaluation of the effect of water content and weathering on their mechanical properties from needle penetration tests. Proceedings of the 46th US Rock Mechanics/Geomechanics Symposium, Chicago, ARMA 12–639 (on CD).

    Google Scholar 

  • Aydan Ö, Ulusay R (2003) Geotechnical and geoenvironmental characteristics of man-made underground structures in Cappadocia, Turkey. Engineering Geology 69: 245–272.

    Google Scholar 

  • Aydan Ö, GeniÅŸ M (2004) Properties of surrounding rock and the stability of openings of the rock tomb of Amenhotep III (Egypt). Proceedings of 7th Regional Conference of Rock Mechanics, A Ceylanoglu and B Erdem (eds.), Cumhuriyet University, Sivas, pp 191–202 (in Turkish).

    Google Scholar 

  • Aydan Ö, Kumsar H (2005) Investigation of the Kusini antique underground marble quarry in view of engineering geology and rock engineering. Bulletin of Engineering Geology 20: 41–60 (in Turkish).

    Google Scholar 

  • Aydan Ö, Daido M, Ito T, Tano H, Kawamoto T (2005) Instability of abandoned lignite mines and the assessment of their stability in long term and during earthquakes. 4th Asian Rock Mechanics Symposium, Singapore, Paper No. A0355 (on CD).

    Google Scholar 

  • Aydan Ö, Watanabe S, Tokashiki N (2008) The inference of mechanical properties of rocks from penetration tests. Proceedings of the Asian Rock Mechanics Symposium (ARMS5), A Majdi and A Ghazvinian (eds.), Tehran, Vol. 1, pp 213–220.

    Google Scholar 

  • Barla G, Barla M, Camusso M, Martinotti ME (2007) Setting up a new direct shear testing apparatus. In: L Ribeiro e Sousa, C Olalla, NF Grossmann (eds.), Proceedings of 11th Congress of International Society for Rock Mechanics, Lisbon, Taylor & Francis, pp 415–418.

    Google Scholar 

  • Backers T, Stephansson O (2012) ISRM Suggested Method for the determination of mode II fracture toughness. Rock Mechanics and Rock Engineering 45: 1011–1022.

    Google Scholar 

  • Bieniawski ZT (1966) Mechanism of rock fracture in compression. S. Afr. Counc. Sci. Ind. Res., Mech. Eng. Inst., Res. Rep. 459.

    Google Scholar 

  • Bieniawski ZT (1967) Mechanism of brittle fracture of rock. Thesis, University of Pretoria, Pretoria.

    Google Scholar 

  • Bieniawski ZT (2008) Reflections on new horizons in rock mechanics design: Theory, education and practice. Proceedings of the 5th Asian Rock Mechanics Symposium (ARMS5), A Majdi and A Ghazvinian (eds.), Tehran, Vol. 1, pp 37–50.

    Google Scholar 

  • Blanks RF, McHenry D (1945) Large triaxial testing machine built by Bureau of Reclamation, Engineering News Record 135(6): 171–172.

    Google Scholar 

  • Brady BHG, Brown ET (2004) Rock Mechanics for Underground Mining. 3rd ed., Kluwer, Dordrecht.

    Google Scholar 

  • Brown ET (2011) Fifty years of the ISRM and associated progress in rock mechanics. Proceedings of the 12th International Congress on Rock Mechanics, Q Qian and Y Zhou (eds.), Beijing, CRC Press, pp 29–45.

    Google Scholar 

  • Brown PD, Robertshaw J (1953) The in situ measurement of Young’s modulus for rock by a dynamic method. Géotechnique 3(7): 283–286.

    Google Scholar 

  • Christiansson R, Hudson JA (2003) ISRM suggested methods for rock stress estimation-Part 4: quality control of rock stress estimation. International Journal of Rock Mechanics & Mining Sciences 40: 1021–1025.

    Google Scholar 

  • Cook NGW (1965) The failure of rock. International Journal of Rock Mechanics & Mining Sciences 2 (4): 389–403.

    Google Scholar 

  • Coulomb CA (1776) Essai sur une application des regles de maximis et minimis a quelques problemes de statique, relatifs a l’architecture. Memoires de Mathematique & de Physique 7: 343–382.

    Google Scholar 

  • Carneiro F L L B (1943) A new method to determine the tensile strength of concrete. Proceedings of the 5th Meeting of the Brazilian Association for Technical Rules, Section 3, 126–129 (in Portuguese).

    Google Scholar 

  • Diederichs M (2008) ISRM Rock Spalling Commission: Report for 2008. ISRM News Journal 11: 50–51.

    Google Scholar 

  • Dunnicliff J (1988) Geotechnical Instrumentation for Monitoring Field Performance. John Wiley, New York.

    Google Scholar 

  • Erguler ZA, Ulusay R (2007) Estimation of uniaxial compressive strength of clay-bearing weak rocks using needle penetration resistance. Proceedings of the 11th Congress of the International Society for Rock Mechanics, L Sousa, C Olalla and NF Grossman (eds.), Lisbon, Taylor & Francis, London, Vol. 1, pp 265–268.

    Google Scholar 

  • Erim KT (1986) Aphrodisias, City of Venus Aphrodite. Muller, Blund and White, USA.

    Google Scholar 

  • Evison FF (1953) The seismic determination of Young’s modulus and Poisson’s ratio for rocks in situ. Géotechnique 6 (3): 118–123.

    Google Scholar 

  • Fairbairn W (1856) On the tensile strength of wrought iron at various temperatures. Brit. Assn. Annual Rep., pp 405–422.

    Google Scholar 

  • Fairbairn EMR, Ulm FJ (2002) A tribute to Fernando LLB Carneiro (1913–2001), engineer and scientist who invented the Brazilian test. Materials and Structures 35: 195–196.

    Google Scholar 

  • Feng Q, Wang G, Röshoff K (2011), Investigation of 3D terrestrial laser scanning techniques for potential application to rock mechanics. Proceedings of the 12th International Congress on Rock Mechanics, Q Qian and Y Zhou (eds.), Beijing, CRC Press, pp 963–968.

    Google Scholar 

  • Feng XT, Hudson JA (2011) Rock Engineering Design. CRC Press, Taylor & Francis, London.

    Google Scholar 

  • Franklin JA, Denton PE (1973) The monitoring of rock slopes. Quarterly Journal of Engineering Geology 6 (3–4): 259–286.

    Google Scholar 

  • Galileo G (1638) Two New Sciences. Elsevier, Leiden, English Translation by H Crew and A de Salvio, Macmillan, New York.

    Google Scholar 

  • Gibbons CH (1935) Materials Testing Machines. Instruments Publishing Company, Pittsburgh, Pa.

    Google Scholar 

  • Golder HQ, Akroyd TNW (1954) An apparatus for triaxial compression tests at high pressures. Géotechnique 4 (4): 131–136.

    Google Scholar 

  • Gray TGF (1988) Tensile testing, Chp. 1. In: Mechanical Testing, Book 445. Pub Inst. of Metals, London, pp 1–42.

    Google Scholar 

  • Griffith AA (1921) The phenomena of rupture and flow in solids. Phil. Trans. Royal Soc. London A221: 163–197.

    Google Scholar 

  • Griggs DT (1936) Deformation of rocks under high confining pressures. Journal of Geology 44: 541–577.

    Google Scholar 

  • Habib P (1950) Détermination du module d’élasticité des roches en place. Annales de l’Institut Technique du Bâtiment et des Travaux Publics 145: 27–35.

    Google Scholar 

  • Habib P, Marchand R (1952) Mesures des pressions de terrains par l’essai de vérin plat. Suppléments aux Annales de l’Institut Technique du Bâtiment et des Travaux Publics, Série Sols et Foundations 58: 967–971.

    Google Scholar 

  • Haimson B, Cornet FH (2003) ISRM suggested methods for rock stress estimation-Part 3: hydraulic fracturing (FH) and/or hydraulic testing of pre-existing fractures (HTPF). International Journal of Rock Mechanics & Mining Sciences 40: 1011–1020.

    Google Scholar 

  • Hamada M, Aydan Ö, Tano H (2004) Rock Mechanical Investigation: Environmental and Rock Mechanical Investigations for the Conservation Project in the Royal Tomb of Amenophis III. Conservation of the wall paintings in the Royal Tomb of Amenophis III, First and Second Phases Report. UNESCO and Institute of Egyptology, Waseda University, pp 83–138.

    Google Scholar 

  • Handin J (1953) An application of high pressure geophysics: experimental rock mechanics. Transactions American Society of Mechanical Engineers 75: 315–324.

    Google Scholar 

  • Hawley M. Marisett S, Beale G, Stacey P (2009) Performance assessment and monitoring. In: J Read & P Stacey (eds), Guidelines for Open Pit Slope Design, CSIRO Publishing, Melbourne, pp 327–379.

    Google Scholar 

  • Herrera G, Tomás R, Vicente F, Lopez-Sanchez JM, Mallorquí JJ, Mulas J (2010) Mapping ground movements in open pit mining areas using differential SAR interferometry. International Journal of Rock Mechanics & Mining Sciences 47(7): 1114–1125.

    Google Scholar 

  • Heyman J (1972) Coulomb’s Memoir on Statics. Cambridge at the University Press.

    Google Scholar 

  • Hirth G, Tullis J (1994) The brittle-plastic transition in experimentally deformed quartz aggregates. Journal of Geophysical Research 99: 11731–11747.

    Google Scholar 

  • Hoek E (1974) The design of rock slopes and foundations. General Report for 3rd Congress of the International Society for Rock Mechanics, Denver (http://www.rocscience.com/hoek/references/H1974a.pdf)

  • Hudson JA (1989) Rock Mechanics Principles in Engineering Practice. Butterworths, London.

    Google Scholar 

  • Hudson JA (2008) The future for rock mechanics and the ISRM. Proceedings of the Asian Rock Mechanics Symposium (ARMS5), A Majdi and A Ghazvinian (eds.), Tehran, Vol. 1, pp 105–118.

    Google Scholar 

  • Hudson JA (2011) The next 50 years of the ISRM and anticipated future progress in rock mechanics. Proceedings of the 12th International Congress on Rock Mechanics, Q Qian and Y Zhou (eds.), Beijing, CRC Press, pp 47–55.

    Google Scholar 

  • Hudson JA, Harrison JP (2000) Engineering Rock Mechanics. Pergamon, Amsterdam.

    Google Scholar 

  • Hudson JA, Brown ET, Fairhurst C (1971) Optimizing the control of rock failure in servo-controlled laboratory tests. Rock Mechanics 3: 217–224.

    Google Scholar 

  • Hudson JA, Crouch SL, Fairhurst C (1972) Soft, stiff and servo-controlled testing machines: A review with reference to rock failure. Engineering Geology 6: 155–189.

    Google Scholar 

  • Hudson JA, Cornet FH, Christiansson R (2003) ISRM suggested methods for rock stress estimation-Part 1: Strategy for rock stress estimation. International Journal of Rock Mechanics & Mining Sciences 40: 991–998.

    Google Scholar 

  • Ide JM (1936) Comparison of statically and dynamically determined Young’s modulus of rock. Proceedings of National Academy of Sciences, 22: 81–92.

    Google Scholar 

  • Inglis CE (1913) Stresses in a plate due to presence of cracks and sharp corners. Transactions of the Institute of Naval Architects 55: 219–241.

    Google Scholar 

  • ISO Bulletin (1987) ELOT Price goes to ISO. ISO Bulletin, April 1987.

    Google Scholar 

  • ISRM (1981) Rock Characterization, Testing and Monitoring, ISRM Suggested Methods. ET Brown (ed.), Pergamon Press.

    Google Scholar 

  • ISRM (2007) The Complete ISRM Suggested Methods for Rock Characterization, Testing and Monitoring: 1974-2006. R Ulusay and JA Hudson (eds.), Suggested Methods Prepared by the Commission on Testing Methods, International Society for Rock Mechanics, Compilation Arranged by the ISRM Turkish National Group, Ankara, Turkey.

    Google Scholar 

  • Jaeger JC (1959) The frictional properties of joints in rock. Geofisica Pura e Applicata 43 (Part 2): 148–158.

    Google Scholar 

  • Jaeger JC (1960) Shear fracture of anisotropic rocks. Geological Magazine 97: 65–72.

    Google Scholar 

  • John KW (1962) An approach to rock mechanics. Journal of Soil Mechanics & Foundation Division, ASCE 88(SM4): 1–30.

    Google Scholar 

  • Kaptan E (1992) Tin and ancient underground tin mining in Anatolia. Jeoloji MühendisliÄŸi (Geological Engineering) 40: 15–19 (in Turkish).

    Google Scholar 

  • King LV (1912) On the limiting strength of rocks under conditions of stress existing in the earth’s interior. J. Geol. 20: 119–138.

    Google Scholar 

  • Kovari K, Amstad C, Köppel J (1979) New developments in the instrumentation of underground openings. In: AC Maevis and WA Hustrulid (eds.), Proc. 1979 Rapid Excavation & Tunneling Conf., NewYork, A.I.M.E., pp 817–837.

    Google Scholar 

  • Kulaksiz S, Aydan Ö (2010) Characteristics of ancient underground quarries Turkey and Egypt and their comparison. Proceedings of the 22nd World Mining Congress and Expo, S Eskikaya (ed.), Istanbul, Vol. 2, pp 607–614.

    Google Scholar 

  • Kumsar H, Çelik SB, Aydan, Ö, Ulusay, R (2003) Aprodisias: Anatolian antique city of building and sculptural stones. Proceedings of International Symposium on Industrial Minerals and Building Stones-IMBS’2003, E Yuzer, H Ergin and A Tugrul (eds.), Ä°stanbul, Turkey, pp 301–309.

    Google Scholar 

  • Lehtonen A, Cosgrove JW, Hudson JA, Johansson E (2012) An examination of in situ rock stress estimation using the Kaiser effect. Engineering Geology 124: 424–437.

    Google Scholar 

  • Lieurance RS (1933) Stresses in foundation at Boulder (Hoover) dam. US Bureau of Reclamation Technical Memorandum No. 346.

    Google Scholar 

  • Lieurance RS (1939) Boulder canyon project final report: Part V Technical investigation). Bull. 4: 265–268.

    Google Scholar 

  • Loveday MS (1982) High temperature and time dependent mechanical testing: an historical introduction- Chapter 1. In: Measurement of high temperature mechanical properties of materials, MS Loveday, MF Day, BF Dyson (eds.), Pub. HMSO, London, pp 1–12.

    Google Scholar 

  • Loveday MS, Gray T, Aegerter J (2004) Tensile Testing of Metallic Materials: A Review, Tenstand- Work Packege 1-Final Report (http://resource.npl.co.uk/docs/science_technology/materials/measurement_techniques/tenstand/test_method_review.pdf)

  • Mariotte E (1740) Collected works. The Hague.

    Google Scholar 

  • Martin CD (1997) The effect of cohesion loss and stress path on brittle rock strength. Canadian Geotechnical Journal 34 (5): 698–725.

    Google Scholar 

  • Matsuoka T (2011) Annual report of the ISRM Geophysics Commission. ISRM News Journal 14: p 54.

    Google Scholar 

  • Mayer A, Habib P, Marchand R (1951) Mesure en place des pressions de terrains. Proc. Conf. Int.sur les Pressions deTerrains et le Soutènement dans les Chantiers d’Exploration, Liège, pp 217–221.

    Google Scholar 

  • Mogi K (1959) Experimental study of deformation and fracture of marble (1): On the fluctuation of compressive strength of marble and relation to the rate of stress application. Bulletin of Earthquake Research Institute, University of Tokyo 37: 155–170.

    Google Scholar 

  • MTS (2012) Civil engineering testing solutions for materials, structures and components. http://www.mts.com/ucm/groups/public/documents/library/dev_002182.pdf

  • Ngan-Tillard DJM, Engin HK, Vervaal W, Mulder A, Ulusay R, Erguler ZA (2012) Evaluation of micro-structural damage caused by Needle Penetration testing. Bulletin of Engineering Geology and the Environment 71: 487–498.

    Google Scholar 

  • Paterson MS (1978) Experimental Rock Deformation—The Brittle Field. Springer Verlag, Berlin.

    Google Scholar 

  • Rocha M, Serafim JL, Silveira A, Neto JR (1955) Deformability of foundation rocks. Proceedings of 5th Congress on Large Dams, Paris, R75, 3, pp 531–559.

    Google Scholar 

  • Roegiers J-C (1999) The importance of rock mechanics to the petroleum industry. In: G Vouille and P Berest (eds.), Proc. 9th Congress of International Society for Rock Mechanics, Paris, Balkema, Vol. 3, pp 1525–1549.

    Google Scholar 

  • Sakurai S, Farazmand A, Adachi K (2009) Assessment of the stability of slopes from surface displacements measured by GPSin an open pit mine. In: G Deák and ZG Agioutantis (eds.), Sustainable Exploitation of Natural Resources, Proc. 3rd Int. Seminar ECOMINING—Europe in 21st Century, Milos Island, Greece, pp 239–248.

    Google Scholar 

  • Shimizu N, Masunari T, Iwasaki T (2011) GPS displacement monitoring system for the precise measuring of rock movements. Proceedings of the 12th International Congress on Rock Mechanics, Q Qian and Y Zhou (eds.), Beijing, CRC Press, pp 1117–1120.

    Google Scholar 

  • Sjöberg J, Christiansson R, Hudson JA (2003) ISRM suggested method for rock stress estimation-Part 2: overcoring methods. International Journal of Rock Mechanics & Mining Sciences 40: 999–1010.

    Google Scholar 

  • Smith D (1982) David Kirkaldy (1820–1897) and engineering materials testing. Newcomen Society Eng. & Tech. Trans. 52: 49–65.

    Google Scholar 

  • Spaeth W (1935) Einfluss der federung der Zerreissmaschine auf das spannungs-Denhungs-Schaubild. Arch. Eisenhuttenwesen 6: 277–283.

    Google Scholar 

  • Stephansson O (2001) What can fractıre mechanics do for us? Proceedings of the ISRM Regional Sympoisum EUROCK2011: Rock Mechanics a Challenge for Society, Helsinki, Balkema, pp 21–25.

    Google Scholar 

  • Stephansson O, Zang A (2012) ISRM suggested methods for rock stress estimation—Part 5: Establishing a model for in situ stress at a given site. Rock Mechanics and Rock Engineering 45: 955–969.

    Google Scholar 

  • Sugawara K, Obara Y (1999) ISRM suggested method for in situ stress measurement using the compact conical-ended borehole overcoring (CCBO) technique. International Journal of Rock Mechanics & Mining Sciences 36: 307–322.

    Google Scholar 

  • Terzaghi K (1946) Rock defects and loads on tunnel supports. In: Rock Tunneling with Steel Supports, RV Proctor and TL White (eds.), 1, pp 17–99. Youngstown, OH, Commercial Shearing and Stamping Company.

    Google Scholar 

  • Timeshenko SP (1953) History of Strength of Materials. McGraw-Hill, New York.

    Google Scholar 

  • Todhunter I, Pearson K (1886) A history of the theory of elasticity and the strength of materials from Galilei to the present time. Cambridge University Press, Vol. 1, pp 1–6.

    Google Scholar 

  • Tuncay E, Ulusay R (2008) Relation between Kaiser effect levels and pre-stresses applied in the laboratory. International Journal of Rock Mechanics and Mining Sciences 45: 524–537.

    Google Scholar 

  • Tuncay E, Ulusay R, Watanabe H, Tano H, Yüzer E, Aydan Ö (2002) Acoustic emission (AE) technique: A preliminary investigation on the determination of in situ stresse by AE technique in Turkey. Yerbilimleri/Earthsciences 25: 83–98 (in Turkish).

    Google Scholar 

  • Ulusay R, Aydan Ö (2011) Issues on short- and long-term stability of historical and modern man-made cavities in the Cappadocia Region of Turkey. Proceedings of First Asian and 9th Iranian Tunnelling Symposium, Tehran (on CD).

    Google Scholar 

  • Varoufakis GJ (1940) Materials testing in classical Greece. Technical Specifications of the 4th Century BC by Hellenic Organisation for Standardization.

    Google Scholar 

  • von Karman Th (1911) Festigkeitsversuche unter allseitigem Druck. Zeit d Ver Deutscher Ing 55: 1749–1757.

    Google Scholar 

  • von Musschenbroek P (1729) Introductio ad coharerntiam corporum firmorum, Referenced in Materials Testing Machines (CH Gibbons), Instrument Publishing Company, Pittsburgh.

    Google Scholar 

  • Wawersik WR, Fairhurst C (1970) A study of brittle rock fracture in laboratory compression experiments. International Journal of Rock Mechanics & Mining Sciences 7 (5): 561–575.

    Google Scholar 

  • Whittaker BN, Singh RN, Sun G (1992) Rock Fracture Mechanics: Principles, Design and Applications. Developments in Geotechnical Engineering, 71, Elsevier, Amsterdam.

    Google Scholar 

  • Young RP (1993) Seismic methods applied to rock mechanics, ISRM News Journal, 1 (3), 4–18.

    Google Scholar 

  • Zang A, Stephansson O (2010) Stress Field of the Earth’s Crust. Springer Verlag.

    Google Scholar 

  • Zhao J (2011) An overview of some recent progress in rock dynamics research: Chp. 2. In: Advances in Rock Dynamics and Applications, Y Zhou and J Zhao (eds.), CRC Press, pp 5–33.

    Google Scholar 

  • Zhou YX, Xia K, Li XB, Li HB, Ma GW, Zhao J, Zhou ZL, Dai F (2012) Suggested methods for determining the dynamic strength parameters and mode-I fracture toughness of rock materials, International Journal of Rock Mechanics & Mining Sciences 49: 105–112.

    Google Scholar 

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Acknowledgements

The author would like to thank the ARMS7 Organizing Committee for their kind invitation to him to give this keynote lecture and kind permission given for the publication of this paper in the Orange Book, specifically Dr. Chul-whan Park (member of the ISRM Commission on Testing Methods and Vice-Chairmen of ARMS7), Prof. Seokwon Jeon (Vice-Chairmen of ARMS7) and Dr. Kong Chang Han (President of the Korean Society for Rock Mechanics). In addition, the author specifically wishes to thank Professors Ömer Aydan (Japan), John A. Hudson (UK) and Hasan Gercek (Turkey) who enhanced some ideas expressed in this paper and provided some documents. Professor Hudson also provided editorial assistance.

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Ulusay, R. (2015). The Present and Future of Rock Testing: Highlighting the ISRM Suggested Methods. In: Ulusay, R. (eds) The ISRM Suggested Methods for Rock Characterization, Testing and Monitoring: 2007-2014. Springer, Cham. https://doi.org/10.1007/978-3-319-07713-0_1

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